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RE: Offset Shearwalls

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Isn’t the Omega_sub_o used just for seismic design, not wind design?

 

T. William (Bill) Allen, S.E. (CA #2607)

V/F (949) 248-8588

San Juan Capistrano, CA

http://www.AllenDesigns.com

-----Original Message-----
From: Jnapd(--nospam--at)aol.com [mailto:Jnapd(--nospam--at)aol.com]
Sent: Monday, April 26, 2004 8:14 AM
To:
seaint(--nospam--at)seaint.org
Subject: Re: Offset Shearwalls

 

Irv:
the holdown force is multiplied by the omega factor (2.8) on the beam supporting the shearwall. Also in CBC country you use the special seismic equations and the standard equatios to design this beam.

Joe Venuti
Johnson & Nielsen Associates
Palm Springs,  CA